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NOTE: SIDEWALK LAYOUT SHALL CONFORM TO ENGINEIEFrB PLANS ; ALL WALK8 WALL BE AT LEAST 1'-6• FROM SACK OF CURB LlM"Jr or ti ope, 0 Ir woo dow FOR• lTYON LEGEND AND'HOTES SEE SHEET L-Z -� s -, yi• �� , 1� , °< < ,,c �--�-0 GOP 'L' .�c— .� � , �`l.L t III . WAC* L J Z' ,n� , ✓ � � �11, �A i,• dop 00 00 lop 4000 1 - f'N Al rWATER METER c.;. y to s . SO PSI 0 ii GPM •«a Art. -�p,y •,�, / ` yqf �j s / jor �r.ncw r t I .•1 PALM o*. 4C �� -� /` • - , ��,��' / ` 40 op ■Af"Tw*A110E LOCATIM MAS Z, \ /�/ 1 �' \ ♦ .t1 Itjog ~ i- 100, .1 V-5!) 10 Al •' ' r .. 18 STATf�1-Atrf ,CO1�' M ER r /.N J r .41 AND ••• 10 OF CAt��•' --� -KgCvwtVm OF MEW"o 1 ` CITY OF RANCHO CUCAM G t !• •;,,, ; IRRIGATION PLAN '� s� • - NINETEENTH STREET TRACT NO. 12952 00��EE � •` �`,���. ` •• CIt YREMGgVEER — DATE - -- .r .. _ __-qEp _ A/PRM O BY CALTRAN S - i 5 oEs PUMA" GROW opfim 17846 SKY PAW-NOMfEVA'1� WPMSENTATM' (117fMt. CA. 82714 = or WPM C/E[kE 0 ntE JIO p11ew«,MO. CAM Fitt"CF. DATI: �� Y rt]�O' MEN • PERM r ' SCALE r • i NOTE: SIDEWALK LAYOUT SHALL CONFORM TO ENGINEER'S PLANS ; ALL WALKS SHALL BE AT LEAST 2'-6' FROM SACK OF CURB ' IRRIGATION LEGEND SYMBOL MFG. MODEL NUMBER/DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS O 14u►JLMt V tT-a5 S 14r !!1T N, 90' FLAT W .3 8 rT as-r-1--r or- veTi#*_ M RAINBIRD 1806 TURF POP-UP, 1800 LOW ANGLE 20 .7 10 FT 10H-LA SEE DETAIL L IRRIGATION NOTES ® RAINBIRD 1806 TURF POP-UP, 900 LOIN' ANGLE ,20 A> 10 FT 10Q-LA 0" bt"f/ul• I- IA. tA. A:! main line piping aha control m riunder Pmt shall installed in separate sic RANBIRD 1806 SHRUB POP-UP, 1800 FLAT 20 .7 8 FT 8H-FLT SEE DETAIL L eves. Main line - ' W RAINBIRD PA-8S SHRUB SPRAY, 1800-"-1 20 .7 8 FT 8H-FLT SEE DETAIL M sleeve size shall be a minimum of twice (2x) the diameterr of tf►e pipe to be sleeted. Control wire - - � � � - ' 1. PROVIDE LABOR, MATERIALS, EQ1JiPMENT AND SERViCES NECESSARY sic-eves shall be of sufficient size for the required number of wires under paving. O RAINBIRD 1804 TURF POP-UP, SIDE STRIP 20 1.0 4'x20' 155ST SEE DETAIL L TO COMPLETE THE IRRIGATION WORK AS SHOWN ON THE DRAWINGS • RAINBIRD 1804 TURF POP-UP, END STRIP 20 .5 4'x10' 15EST SEE DETAIL L A• Al! literal line piping under paring shall PVC Schedule pipe and shall be installed prior to AND SPECIFIED HEREIN. paving. RAINBIRD 33D-LRC, 3/4" QUICK COUPLER SEE DETAIL E 2. VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND RAINBIRD EFA-CP-PRS SERIES REMOTE CONTROL- iPa� SEE DETAIL I INSPECT RELATED WORK AND A03ACENT SURFACES. REPORT TO THE 3A. Pix sizes shall conform to those shown on the drawif►gs. No substitutions of smatter pipe sires sfial! ` FEBCO 825-Y 2" REDUCED PRESSURE BACKFLOR' PREVENTER SEE DETAIL N LANDSCAPE ARCHITECT ALL CONDITIONS WHICH PREVENT PROPER be permitted,but substitutions of larger sizes may be approved. All damaged and rejected pipe shall � h NIBCO T-113 GATE VALVE; LINE SIZE SEE DETAIL O EXECUTION OF THiS WORK. be removed from the site at the time of said rejection. IRRITROL NIC-18 PLUS -14ACe5s RDIRV OWAW*4 10__ SEE DETAIL P 3. THE INTENT Of THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE 4N• In-tau all bstkflow ba=kflow preventer as per local codes.devices and ail piping between the point of coi:nectiin, and the ! 1 c�r ' GRIS',COLD 228'0-AP PRESSURE REDUCING VALVE 1)4" SEE DETAIL K AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM READY FOR USE IN ACCORDANCE WITH THE MANUFACTURER'S ! I '' �'�- APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER SEE CETAIL O RECOMMENDATIONS AND MEETING THE APPROVAL OF THE LANDSCAPE 3A Fiaal location of the backflow prerenter and automatic controller sass " be approved by Owner's - APPROVED PVC SCR. 40 MAINLINE; SIZE l Ut" AND SMALLER SEE' DETAIL O w:horized representative. � r , ., ARCHITECT. '' APPROV ED PVC CL. 200 LATERAL LINE; SEE PLA` FOR SIZE SEE DETAIL O ` :� _ P V ED PVi S%40VE -W 6/►. 127 VAC electrical source w Controller bastion shall be ,dad others. The Irri ation + A. / r, _ -► d �. DUE TO THE SCALE OF THE DRAWiNGS, IT d NOT POSSIBLE TO p°w'K R°" �' g _A - C ftE p ZOI.D 4�z0' IS'�? �� �iTi€14- INDICATE ALL OFFSETS, FITTINGS, ETC., WHICH MAY BE REQUIRED. Conmactor shall make the final connection from the electrical source to the controller• i � • >� ? �' v p.l �jF- I�U(i �itt�pj �n �(� �Q .rj .+'mob 15"T `W MIAJL, (, CAREFULLY INVESTIGATE THE STRUCTURAL AND FIMSHED CONDiTICNS -7i -�i-1 AFFECTING THIS WORK, AND PLAN ACCORDINGLY, FURNISHING SUCH 711. AL sprinkler heads shafinish t!be set pal to grade unless otherwise specified. , �, vi , FITTINGS, ETC., AS MAY DE REQUIRED TO MEET SUCH CONDITIONS, 4+* VALVE/CONTROL LER SEQUENCE,•_ DRAWINGS ARE GENERALLY DIAGRAMMATIC. INSTALL THE WORK 1N SA TM Irrigation Contractor shall Shah and adjust all sprinkler heads and valves for optimum coverage 01 wi-h minimal overspray onto walks,meets,walls,etc. '� �'!;�'►' THE MOST DIRECT AND WORKMANLIKE MANNER. / �, C VALVE SIZE 3. VERIFY THE CORRECTNESS OF ALL PiMSH GRADES Wii -THE WORK 91\ Ths design is diagrammatic. AU piping, valves, etc., shown within pared areas is for design AREA TO INSURE THE PROPER SOIL COVERAGE OF THE SPRINKLER clarification only and shall be installed in planting areas wherever possible. The Contractor shall ` � GPI SYSTEM PiPES. l 0. BIRD I&* -mq-a PDP-LAP 90 �o T ' kJ AN� 20 .3 /o � /o,Q-Ur �AE'17r� c. iotas all valves in shrub seas. •q J(ftMb1F4;1 IN* NM peP !AP /4)' /411W Mqlcr 2O ,7 /p f`r /o N-LA SEEPeTN&A! 6. It _s :i+e responsibility of the Irrigation Contractor to familiarize himself with all grade differences, `' \6�� . .�- � OUL.� 6. MAINTAIN ONE RECORD SET OF BLUELI+iE PRINTS OF THE SPRINKLER IT g location o: walls, retaining walls, structures and utilities. The Irrigation Contractor shall repair or '` 14 �• SYSTEM iN GOOD CONDITON AT THE SiTE AND MARK ON THEM THE t EXACT "AS-BUILT" ARRANGEMENT, INCLUDING LOCATIONS OF ALL rel lace Ali items damaged by his work. He shall coordinate his work with other contractors for the '! 0•� �� .� VALVES, HEAD LAYOUTS, PIPE LOCATIONS, AND OTHER location and installation of pipe sleeves and laterals through walls,under roadways and paring,etc. �. r' �� j I V P 11 Gr' _ "t x) ZI T APPURTENANCES. SHOW LOCATIONS BY THE TRIANGULAR SYSTEM Of MEASUREMENTS FROM EASILY IDENTIFIED PERMANENT FEATURES. AA The sprinkle system design is based on a minimum operating ` / � + U r r �� / ` u0"r� ' ' flow demand of o g pressure of �Q_ PSI and a maximum /< /// � 1�Y �' Ci'� �'" C.. � • _E GPM. The Irrigation Contractor shall verify water pressures prior to 7. ON OR BEFORE THE DATE OF FINAL INSPECTION,DELIVER ONE SET OF car::ruction. Report any difference between the water pressure indicated on the drawings and the co TRANSPARENCY PRINTS AND TWO SETS OF DLUELINE PRINTS TO THE- ae:ul pressure reading at the irrigation point of connection to the Owner's authorized �Q�i �j + I���Tn�.LMP Fes- 5r-CH �aM►1G \04-M. t0CA-T]DQ re esentauve• J�146ULI PTS LANDSCAPE ARCHITECT. S'- t! 9i' ~- 2A Do not wi1L•ully install the / ^ �•T"�- I j S. VERIFY AND BE FAMILIAR WITH THE LOCATION, SIZE AND DETAIL OF sprtnkier system a. shown On the drawings when it sa obvious in rite Held /4y�. ; THE SOURCE OF WATER SUPPLY TO THE SPRINKLER SYSTEM,AS SHOWN tha- unknown obstructions, grade differences or differences in the area dimensions exist that might ` h, ON THE PLANS. not have been considered in the engineering. Such obstructi0 ons or differences should be brought to ♦ / ' 0%, the attention of the Owner's authorized representative. In the event this notification is nots 9. MAINTAIN PROPER FACILITIES AND PROVIDE SAFE ACCESS FOR per ormed, the Irrigation Contractor shall assume full r esponsibility for any revisions necessary. f INSPECTION TO ALL PARTS OF THE WORK. IF THE SPECIFICATIONS, �. 4^ LAWS, ORDINANCES OR ANY PUBLIC AUTHORITY REQUIRE ANY WORK 13A Au sprinkler equipment not ether wise detailed or specified shall be installed as per manufaettirer't` ( j � TO BE SPECIALLY TESTED OR APPROVED, GIVE THE LANDSCAPE recommendations and specifications. �. , 0 _ i ARCHITECT TWO(2)DAYS NOTICE OF ITS READINESS FOR INSPECTION. 14A The irrigation Contractor sass install Falcon SOOp series ADt+"s (anti drain valves) on all heads in f` arei3 where finish grade exceeds 4:1. / leOt�ARp •!r 10. MATERIALS AND WORKMANSHIP SHALL BE iN ACCORDANCE WiTH IAL.Ref-r to specifications for additional detailed h+tormatiex,. !,14 ^tI / 1 / i ���� rtacH Ian[ LOCAL CODES AND ORDINANCES,EXCEPT THAT WHERE PROVISIONS OF r _ /� e1 ' ♦ 1• r' r r. t: THESE SPECIFICATIONS EXCEED SUCH RIQUiREMi;N•TS, THESE fltClfiCAT10NS!HALL GOVERN, M+Ms amp eaetrefter wart fist aeeli eemtrelTer ti„pp11N. N tlhe � • �p "mii alae the controller bar will allow. wowing the area covered by 11. WITHIN THIRTY (30) DAYS AFTER THE AWARD OF THE CONTRACT, Ilse aatolattc controller. The Chart Is to be a reduced drwtng of tee SUBMIT TO THE LANDSCAPE ARCHITECT FOR APPROVAL SiX (6) COPIES astral as-built :Ypres• Www or, in aha creat the controller saauence / wISTER,A ave. OF THE COMPLETE LIST OF MATERIALS AND EQUIPMENT INCLUDING is met 161%10 NOW the drer/Rg Is reduced, It shall be enlarged to A / fiord that will he readable rhea reduced. The Chart shall be a bleckline MANUFACTURER'S NAMES AND NUMNSERS, TO BE FURNISHED AND 'r: L �/ 1' 1•ALN DR INSTALLED IN THE WORK. INCLUDE MANUFACTURER'S INSTALLATION of 04 aha a b �e/L color shall be used to show the area of cover N each atettOr,. � • AND OPERATING DATA FOR AUTOMATIC CONTROLLERS AND REMOTE Mem n:asplofted a" 40 by the the OrRer•s reprtroop tatlre, teAart �„ I yy/J � • CONTROL VALVES. shall be hermetically sealed between two pieces of plastic. sea piece I'w' •••. i' „��Y "" a rlRIO= of 110 Nils. thick. The chart shall ba a anted Neing 12. PROCURE PERMITS AND PAY.INSPECTION FEES AS MAY BE REQUIRED INM e► appreree hr.t type M tape. BY THE PUBLIC AGENCIES HAVING IURISDFCTION OVER THE WORK. Yee ow�;'ft the t beCitCOVleted and In place prior to fleal acceptance of ' •••• �/ r 13. UNCONDITIONALLY GUARANTEE THE SPRINKLER SYSTEM AS TO '� , •• ,j MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE, FOR ONE (1) YEAR FOLLOWING THE DATE of NOTF,: WATER METER TO BE SUPPLIED BY OWNER ' a. 111. R R • FINAL ACCEPTANCE OF THE WORK. Ib. ALL PRESSURE PiPE INDICATED ON THE WORKING DRAWINGS SHALL BE � PVC SCH 40. it � y, ip !i ■A(IfTERnce LOCAT101/UVJA 17. CUT TRENCHES FOR PIPE TO REQUMD NO SCALE GRADE LIVES AND COMPACT / J TRENCH BOTTOM TO PROVE ACCURATE GRADE AND UNIFORM BEARING FOR THE FULL LENGTH Of THE LiNE. 16. WHEN TWO PIPES ARE PLACED IN THE SAME TRENCH, MAINTAIN A SIX INCH(61 SPACE BETWEEN PIPES. },• / 17. BACKFILL WITH CLEAN SOi. AND COMPACT. REIt+iM UNSUITABLE ♦ e \� / ♦ i('/ 1 rte, MATERIAL,INCLUDING' CLODS AND ROCKS OVER ONE INCH(1")IN SCM.. / r ' lg. IV _I^I�4�'jl���vr ] r'e""(G �O�CS (. 6I►�1� ~�• V� / ' � ~ (;y*: ceq,et"M N imstellattw. a simllieR.ate pr/M e1 (MI am �t. _ Vertboaffedby ane City of CVs is CN a Ifl" prier to 1tma1 acceptance N the \ '# Felt by the City N camcho OucaoRga. ihlataRace shall imcleft �rhg weed! trrlya%iem, pruning. raising tree root balls latch settle belay greft. fort111s1Rg ad appl)lmg such sprays as we necessary for proper (y• � f an aha apteq. IIa/Rtenance also laclwdes all repairs. replacement. / •, �Lr �� - g aha ael,nstlRg necessary to beep tae Irrigation system good 57 martin renting 1i•eer with Impar coverage, I ALL IRRIGATION LINES SHOWN ARE DIAGRAMMATIC Oft ♦♦ -'� - - tl • AND WILL BE INSTALLED IN RIGHT OR WAY AREAS •I Zf♦ i 00 0. smoo --- - ' '� f Signal '001i J -&- :Oh. Dab - __ ' F OF CAINI LiF ® 1 �Via! l• �' �J �, � � , ro -, CURe�' ' CITY OF RANCHO CUCAMONGA ® FOR, DETAIL, SEE SHEET L=b. iRRIGAI"ON PLAN NINETEENTH STREET 1 ' i, i APPROVED •Y CALTRANs - � , TRACT NO. 12932 B►� drP LIVED BY .. DATE n� - IiEPRESENTATiYE: ' � CkSr ENGINEER N(� 1 �' ► --- -s - - o PE�i Aft show RECo6NNE1 '0 DATE: 1 ! t 4 DRAWN 4'lB43 slfY PAiMC •Ot1LR1fMD s►+EEr 1 CHECKED IMINE, CA. 1:714 or pRAWe1('NO.� yt • DATE _Fw E IIIA • _ y _ npg ct 1. E.0/S Al/ } !•� ?-'I f. A t�� .• •, L� •� r► .2�. N + ry •ms's f �1� ��/'l �.._ .• .. - ! �J +i: 7 ��,�. - .... ..... �. .r ...__ -....... ,..-�... -,,y... ♦� I ` � � • l� ..♦ ` , r L..i.�� I �• L.�f,i i /� -/��. �• J I •. i � f �• } I •. .I 1 � L PE,RIDIAN f; ,'.cM<2:r.V_-I 41&u, tt:f- ` I tandttiape Arrcldtectme • Phinuft _ LIE :,RFs mewa.,r•...aur..•o+•awwsa I AIL.. �oNc�T'� KALE: T 40R' • j , P` trlMt'ts ` I • - ..........- .. ._.. - f 1 1 t i i - t i i { i X a Ab- ;tI-L • Corr_' f 1 . •,tic, • � . - _ .�__..../ - ` _.. - - f � �•.' ! oar P• y, \ i ' b0 04 ' I ! �� y2 � } Al �V I /� l •� T�S A RE Rt LEE3END xND OTS 4N SHEET- L-2 L - V�w it fl. �.�_ y'a ' -,r f• �c4 c m 3 i a..�. r t' WATER METER o ��'�'°F 80 PSF � 31 GPM MAXw oma.- ■ r µETERoor • ��' - __ - �__- T +`' _ CONTROE� RII"O" WEV " T to t - CITY OF RANCHO CUCAMONGA IRRIGATION FLAN n • _ N�TERIA �. • - � ` � --: NINETEENTH STREET y ► • R X41.Z. -- +– - .- � ! INPALM DOL f JJ� r TRACT No. 12952 --�- 1lETEE"T" APPROVED By / OATE CITY ENGINEERO RCE NO:�397 �s : •�� 1 / oE + pc�twt won �„�,� � 77i� DRAWN or s .� .�( 'lrOCATt tIf tRA!! AMER:'� s Rc no • I: R R • ' WRAW �}�r/� MAF S � VOCOct!V.�.uvE WV Tlcaa�I►R�►• nIECKEo �- 1 p11A11rNG"o. LQ/''I I* `_Al' i •. GATE Q i�E MQ • VICINITY-MAP - is;a �; i!lrri�t �mmawsw�r�•�r 1 . ._ � , 1�C`�� �����-�=eft -• - - .. _ _... _ - --- - - • •-- 1 NO SCALE • ' • `' �y rf \ , ! 1 ! ',. 2 S. NMI wwrom wwm c4 w11 IM 1. (h.i. `.--'. I 1 i �• `.�� / �. �� - 4, �_ •p '- _ ( - ` • / ` - , + 1 -� - _ SCALA. t• 4e city of rancho cumnonga 51 ANDARD DRAWING PLANTING LEGEND LIMIT Or WOrlK FOR GENERAL PLANTING NOTES, SEE'-SHEET L--.5 TR EES � y RAI O MAY BOA MAYTENUS BOARIA MAYTEN TREE 15 GALLON • \ LAG IND OY LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX ' n 'BASHAM'S PARTY PINK' N. � / `I t=� ) „ I i.001.00, LIQ STY LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GALLON ! •��-�H' DOUBLE STAKItiC SIM 16" V.I.T. twist brace, flanges nailed to '� - - _ 11 lodgepole pine stakes with geiv. roofing nails / i /y ,� r' t_„rC �• ' 1 2" di,. lodoeoole pine cake, lo• ku+g (:) NOTE SIDEWALK LAYOUT SHALL CONFORM TO ENGINEER'S PLANS Q -l'� - � '' -'�J • �� �1(A'Qy with wood preservative stain, stake a minimuwa ALL WALKS _ tf0 u6E Of 12" into undisturbed soil and align stakes AL S SHALL BE AT LEAST r-a' FROM. BACK OF CURB 'j I parallel to center line of street. (use 12' 11 itlkli for Eucalyptus) tooc[rot.[ TO BE Tt1EAT[0 ✓ i, 44 gravel backfill q — t finished grade ' I Deep root or equal control planter eP,-- n4 t!-P where required or approver! *0 equal - n /� IIA vrJ 'i � ` 8glckfitl free of rocks I" in dia. K /�� • C.aKu� S• rIE,fl► s G \ rester • A - J sem, !,(41� ,wct Boor sale ourFT[R F£RT1;.12ATIOtt ^ ,� r s 159 c,+�-tew+s+c •asst Era (t47L PE,c tNr..�.vtc,►ctulcc2 S SpEci % ��1�1 � • \ ; TREE STAKING DETAIL 6�� Q • , ,,... ,.�....... " : EXTERIOR STREETS G 10( ?� fWld•� t G '104} 104 N SSC •�• _ J 2- �HARD �� . �• As, -- = � 1265 �F� s ` / • Signature Pal Ae 0 m; OF C IIIIIIII 'OF C Fwvmm t \e ' •.� ♦`` t15c{; ?'�- RANCHO CUCAMONGA � \ CITY OF leatAfo TREE PLANTINt3 SAN AVE ; NINETEENTH STREET t • J ROPIR 0 BY CALTRANS ,�� �. \ Ct5'i TRACT NO. 12952 Mir ill 5 APPROVED BY PATE .4� .'.r wllTEldA AvE. fit,,, I 1�Oo�f�, C TY NG NEER N q, 1ARL tt�e stti► vt�it� 11EPRESENTATf�: _j�� ,,11tt � tits c LM tNR,� u T++ls fAefsZ DESIGN PEFIrIXAN MOUP teEcot rN2gF� ` f NINETEENTH • E� 'Tj i•i MIO.., -. DATE: j`' _ .!- 4 i i '� 3 i� !-,'s.•,C -�-� DRAWN 17� CA-!>< ErAtl� —_-- —'/-�- �l " �. �t ti�1 ,1, .• 11 + '/. .+i ^1•!-":"16 'P&-27; �-LwrAmO2 4)( G �-AI •mac' -L:fro— I =r.-. DRAWING NO. ' i dcxEn O0 !�?p"v��..(r+iE: :2.7•to 5�. DATE •2 t ltE M0._ 1/0—L Ar lei � = -4 PERIDIAN MAIN IENANCt LOCAL MAP •r.>_ Ardtioed e • 4�r�j-�y 6 4 TMk STbtw s,wus�iosawr•ewa u wm"ww>Ka s ALL TREES ,PLANTED MIiTHIN 3' OF WDEWALK SHALL HAVE DEEP-•ROQ1-'15ARRIERS.& "° SCALE DQU'BLE-STAKED TREE fly Pu8UC°�.o.W:) scaEI 4W PLANTING NOTES 1Q NOTE SIDEWALK LAYOUT SHALL CONFORM TO ENGINEER'S PLANS PLANTING LEGEND ALL WALKS SHALL BE AT LEAST :r-6" FROM BACK OF CURB F� TREE PLANTING DETAILS, SEE SHEET ' L—• t I. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE 13. FOR ALL STAKED TREES, SEE DETAILS, SHEET .L'4. TREES SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. 14. FOR ALL BOX SIZE TREES, SEE DETAIL#, SHEET MAY BOA MAYTENUS BOARIA MAYTEN TREE 13 GALLON O 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES _ _ . � PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED FOR LAG IND LAGERSTROEM[A INDICA CRAPE MYRTLE 24" BOX'BASHAj AGERSM•S PARTY PINK• CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS ♦� HALL HAVE PRIORITY OVER QUANTITY DESIGNATED. ♦♦♦�� LIQ STY LIQUIDAMBAR STYRACIFLUA SWEET GUM is GALLON 3. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER / ♦♦♦� + cv,~. / ,ppSprol,Ca�� � q�D t5 • �pX GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED AND SODDED r TURF, HYDROMULCHES AND FLATTED GROUND COVERS. THE 16. FERTILIZER TABLETS SHALL BE !t�[D-fowl TABLETS(M-6-8) , { •♦� �' �/ CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING IN QUANTITIES AS FOLLOWS: 0 !.I OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT -NOTE ALL TREES SHALL BE PLANTED NO LESS THAN 3! FROM AM CURB MATERIALS; THE STAKING AND GUYING OF TREES AND THE 1 GALLON SHRUB '}' jam. ♦♦ - • CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR 3 GALLON SHRUB AND TREE MMs_' ARRIVAL AT THE SITE. i ♦♦♦' 15 GALLON SHRUB `GI�IGATIO ♦ �� `; 13 GALLON TREE 1 L ♦ J 4. GROUND COVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUB MASSES AS SHOWN ON PLAN. //.' ♦♦♦♦ � ' �l ce. PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL. � \ � � \ ♦ /� � 3. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE Cj LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. K 6. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE ajC-rrY _ A A / �' / �'4,� �� ! ♦♦� LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. L• S• 7. ALL VINE RUNNERS SHALL BE INSTALLED WITH THE NURSERY STAKES All trees are to be located: ten feet frac any light standard, power REMOVED AND VINE RUNNERS SHALL BE EXPALIERED TO THE pole, or reinforced concrete box; five feet from any drive approach, / n'ti 4 y.'. fire h �:/ ��• % ♦� ADJACENT WALL. hydrant, or underground structure (e.g., catch basins, vaults); and Gj � \ ,, q ♦♦• three feet from any meter. E. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOILz, W*, ' AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE • i -... I SUBCONTRACTOR. THE REPORT SHALL BE IMMEDIATELY FORWARDED z.�' ` TO THE LANDSCAPE ARCHITECT UPON COMPLETION. \��\ r ;,��� � • Any trees within 3 feet of Malls walks curbs or other root-dame ed potential) ' g hardsc y 9. THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ape shall be installed with root control THE CONTRACTOR SHALL PROVIDE FOR A SOILS AGRONOMY REPORT containers. Prior to backfilling tree pits contractor shall have City FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL inspect deep root container installation SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO 3 i ! INSTALLATION OF PLANT MATERIALS. ALL JW ��. �. ANY AZSM 7-0 or tl1'�l&E� pea— I/ 0 _ -�" " " M , it 10. FOR AREA TO BE LANDSCAPED, THE FOLLOWING AMENDMENTS SHALL �� 9h�* 5��� C�T�d�ditt,¢C? C. �''' rt �� F"""� k { BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY _ G I �� � T �^ MEANS OF A ROTOTiLLER OR EQUAL. � E 90,1. a AVE. I Sidewalk la J. ~I } 4 layout i s cone "'LM W f • AMOUNT PER 1,008 SQUARE FEET conceptual only. Approval of- �e final sidewk'� � � • layout shall be made in the field and adjusted a ne�essary to meet 109TEENTN 4 CUBIC YARDS NITROGEN STABILIZED ORGANIC field conditions as approved by the Public Works I Spector and Project f final construction. •' i � AMENDMENT DERIVED FROM REDWOOD SAWDUST, FIR Planner prior to / ,•. SAWDUST, OR CEDAR SAWDUST. 13 LBS. SOIL SULFUR G' jM04t Mme- fFoWW ftTW qA /u,;. eN�Wb/41 tJti!oV / ii 13 LBS. 1242-12 FERTILIZER h11D TUB h�ttr�• (,' MICW61�4M SHµ{, Al-W aC f"IDtp W 614 % ♦ / r t 11. THE PLANTING PITS FOR BOXED TREES SHALL BE EXCAVATED TWICE Pt�t�TMp To �vA�l-'f h1M1�TA1 taQj THE DIAMETER AND DEPTH OF ROOTBALL. THE PLANTING PITS FOR BOXED TREES SHALL E BEXCAVATEDAtli ) - TWICE THE DIAMETER OF THE �, .. Q r♦�IT!>K�tIC! ; ROOTBALL WITH A MINIMUM OF 12" FROM THE BOTTOM OF THE N07LF % GaIVSQu/ S 1D Tis I ,,o SCALE ROOTBALL TO THE BOTTOM OF THE PLANTING PIT. THE BACKFILL MIXof SlTL D/sTANC.L G//✓ j j FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST,OF THE FOLLOWING FORMULA: '-/N/= P f�►Mr�za AG !2 6 PARTSON-S TE SOIL t• I 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE SOIL • PREPARATION 1 LB./CU.YD. OF MIX 12-12-12 COMMERCIAL FERTILIZER 2 LBS./CU. YD. OF MIX IRON SULFATE t 10 LBS./CU.YD. OF MIX AGRICULTURAL GYPSUM 12. THIRTY (30) DAYS AFTER INSTALLATION ALL LANDSCAPE AREAS SHALL BE FERTILIZED WITH BEST FERTILIZER COMPANY 16-6-8 OR APPROVED EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,000 � SQUARE FEET. FERTILIZER APPLICATION SHALL BE CONTINUED td�) �i • THEREAFTER AT MONTHLY INTERVALS. Upon completion of installation, a maintenance u� I hundred and eighty days is required period of (180) one • h eQ prior to final acceptance of the . work by the City of Rancho Cucamonga. Maintenance shall include mowing, / •• weeding, irrigation, pruning, raising tree root balls which settle below/ j � •' grade, fertilizing and applying such sprays as are necessary for proper / care and upkeep. Maintenance also includes all repairs, �pplacement, •� cleaning and adjusting necessary to keep the irrigation sy�li4r�: inr'bood/ / working order with proper coverage. / NDSCgA ARD � y n rri lIgnature i s 1. 4 awl H E1�� ` , Or'11T +fmr P�. C1.L Tje (Y faclI.Ilt,I M"i5 �j t-1i3-88 npT,oN rtrr Loi 13 i CITY OF RANCHO CUCAMONGA L�• NINETEENTH STREET I � i t , it r� 'b \'r • , j�. I t i L� tR NO. 182 29 . 1t nrpu• owe APIA 1- ' k-�! PPROVED BYATE CITY ENGINEER N . SIA p. ti W �b117N,fi1\1/0-I- �/INC�� 11.,�N�r��7-yO PF• • of �wvrar.ena� ��' y T71� '� Y 0-1 - L,16 T 1 VlS! 1 a� (� LV Z 14 DI►AWN 7�es P ��E�� SHEET— --- --- - 1�LX_-1P G6 S4., Fla-tt 1 MBE �U'� 1N 4 , j . _ _��_ or— L— d1A N I CHECKED wR+G NO. -G1=L.L1 �✓PI L a.• / t — — 1 1 _ _ I OATS PIP P=,t 4jI !" -- s.►), ,' -t-r. I , •. r s_ . PERIDIAN NS7%L G'6k./Ji�iuJ _ ` t� +T . f ,�,N+�T� _ vJeu, firms ( i I A� • a "ms's SCALE. T 4w ALL TREES PUNTED WI* 3' O SID� W K SHALL HAVE DEEP OCYT BARRIERS. (57, inky tmW)�i � ( ( __ { PLANTING LEGEND . B4e "MCt4 Nom_. ' �'A�#zdTiUooD Cu»�cr�i�A'UA�F,DiD«zS 15 I�t.L0�1 { s I ' _ j I •• i y fi 1 i• r j ! • r i • 1 / t S c, • i 1�ATK11 r NRlTEA•A PALM OR j �iTT Cy. NNE TEENTN • j a � Uscq p AND co O -4a 7 m � � i ►. R R � "1 s r T�Wt�{�VJ�L�aW NMP � 14 fA VICINITY MAP �` Dub �r JNO !GALE E Loo 1 S OF CAfi1 t ,• ~ UEAlrTim OF•;� Appit- REVSg `CITYOFRANCHO CUCAMONGA ► ' . • _ tEE-'CANTING ! - NINETEENTH STREET • s TRACT NO. 12952 _ APPROVED BY DATE k& ' CITY ENGINEER 3 -- -�Z LOT 37 LI -M �>3�r✓TP PENDIAN OR" REcw ►+qFo 1 (�toDLt. EZA� W f' -f t�ssa<r Pr►wi socii>�nulp - .:: SHEET CA. nT4M�� h LAMP4011 .7v - - air` l LI DIS. PZ.B � nEcn o�AwrKs No . jI�.u DATE LFiENM 1 - MSE �il�SH, u P--- • N PERIDIA . F-tvw GELC�. VDI L el_ t• •. . ; r_ .� ' - ,- - (7 K) —e:51 L'; La�orpe Architecturlr • Plannin( I . . t Icy awry�tZ, scALes r w 4 ' i lllmtT OF Wolm PLANTING LEGEND --' A — - , SYMBOL BOTAMCAL NAME COMMNAME SIZE - ..--- SHRUBS- -•-- - 3 . .. � - � -` f �i, o xr-osM� �N�I�NM •�ortt'�cT�' � _ --� - . �t,A�--" --- -- -- - �` (ICS �- wS f�-- .' '- ••' - ,,• _,* � - _. LANTANA MONTEVIDENSIS TRAILING LANTANA I GALLON, 30" O.C. ( 00 NCO PLANT Will"M tr OP 61HE11 sMPt>Is •ATOAAL © ® y tA IKrTyu�,v, u 4 � 111111. Twig IV o.G. Z ` 1 - _ = - - - ,�.,�-•�- :� - VINES ® b�l� Tralob °PlI NY 1XYL. G4 ''�f"'' - • BOUGAINVILLEA 'BARBARA KARST' BOUGAINVILLEA S GALLON 59 ' 0 ® l"�'R•o`TFioN '� Pth�TFIoFI T� avpDe� , ' � .: ..- `g'� `• ® fM06"" TODi 1 L �' (�a9iAll1L(,�il ` NOTE; SIDEWALK LAYOUT SHALL CONFORM TO ENGINEER'S PLAN"SLS ADJUST GROUNDCOVER PLANTING ACCORDINOLT IQ ALL WALKS SHALL BE AT LEAST r-a' FROM BACK OF CURB %r�lNttT`j'A7 KIK ftp r" x'' '• `, , . � �• '1G"Iv FOR GENERAL PLANTINGS NOTES, SEE SHEET L � 4 X L Zm All _ 04 � ' elzam / � f } r1 A NO) ���; - - - • !�,"/gyp psCgAF ice♦ . `,� NARD y � f�j w o rm 11G • Signature �! osb r ? �•� �� V i t�r� r rF of 1 �G) off �'� �`'� �� �� CAL p: .. ,♦ I-fa-SIB f CITY OF RANCHO CUCAMONGA h%; ,'h'`. a♦�� ♦ - SIIRUB, PINE i GROUNDCOVER PLAK` - �; Ys� NINETEENTH STREET - -� oN -. R' -� � �i►na sT TRACT N0. 12932 I w4T[RIE AVE APPROVED 8Y DATE "'DK APPROVE ENGINEER N0,2239'I . APPwvEo n CALTRANs t , + PUBLIC R.O.W. AREA TO BE MAINTAINED: 10TH ST.: TURF, 800 s.F.l GROUNDCOVE% 11,950 S.F.' NNETEENTN - — „NMA � D PEI4OfAN DROOP U M�8 FOR TMS 8HEET ONLY _ _ IRPRE3ENTATTrE: f- ;4't r' �f % '�/ DRAW" 47248 !KY PARC •OMATAiDVIEET f = i CIECKED ` f y MAI No O ' \ ' , :'K NOTE; HEA�ERBOARDS TO BE INSTALLED'AT AT LIMITS OF WORK^r�L r �rI17DUS1'RIP5 AM- ?b M U'TV o� 'Z ME � +rc_ I l t •=L DATE: , l R R R 9W-- N FUIN-IG ^ND MRIVA-ML:( MAIN-rAINEP Agt-�. N LOCAitON stop PERIDIAN NO SCALE q. sCAL@ f Aw r PLANTING LEGEND - SYMBOL . BOTANICAL NAME . COMMON-NAME SEM • . ••• 4 4 SHRUBS15 •• .A PA ••• L i �s„ • GROUNDCOVER •••• .t /- - ® LANTANA MONTEYiDENSIS TRAILING LANTANA 1 GALLON, 30" O.C. *1IIOT PtANT •flMf11 !4'• pR pTp� lN1A�lfi r�>�x� , E �•• ��11TTTT�TTT11 _ � •• LL11111 iii � M�' �L t-t.ow' �nzl�Nl� ru'Tw a it O.G. ••• VINES MO GD • . "Lit R.O.W. -AREA- TO BE AiNTA ••� ' hOR THIS SHEET ONLY tNEDe 5 g f f ••�y� 1C-10 •• �I� � dOVGAINVILLEA 'dARBARA KARST BOUGAINVILLEA s GALLON _10TH ST: TURF 630 8.F; aROtlNDCOYER A06A &P. , _ •• is 1 T T �pppE,a INYIO PLACE TURF 1450 S.F4 GROUNDCOVER 1220 $.Ir. JW177X> PPOM RAUI �i •' ,� �► ® 6M" 1� UMLWO OMAN' NDN s 4�u.ort a 3' v.G. Tlci�ut-A� ��Net �� / � ••i• a; �••��► MOW CURB LAYOUT ifOfE 81DEWALK LAYOUT SHALL CONFORM TO LrNtBNEEp'8_MARC ADiUST 61ROUNOCOVER PLANT'tNG ACCOROtNGLY`A � • ALL.WALKS SHALL AE AT LEAST :"-6- FROM' BACK O1=-C'U ^,� •• VM GENERAL PLANTING NOTES, SEE SHEET ' L•5rLAJT � .�.� , •• J.p "k NPV- AlJt7OfW � - vN1cvTr1 TPoMM. Fr fJ t. TURF h xti rLA fits& "P-j rte.. TYM A47 .,., ►..q_ . s McTrap of AI'Pl.�T ror-•I � ;, � ' r., �► � tee. � � , m '4 m Phi fiUn- E rma F — M - - ��''• � �'� f 2a:rr+� �.01� lc�i '�►.�N ,�` z � � . ,. • , . NO SCALE i• - iae T��T•y MA)(IMUM Io',o' ` ,Y v A A'A, NOWcm ` • i VANDSCgb, CHARD AA co O ♦ / gnature t- / \ �I �► 1 cf'f, oats \ i } X .� 46 4 ' OF CAi-�F� FdR MOW ;CURB DETAIL, SEE DETAIL� THIS-SHEET .1 werAL ., 40x4 hW� - f t t r s ct�rz��nyau J 'MOM . tEPT _ 1°UP.51.1C.iJ ,. CITY OF RANCHO CUCAMONGA *YA - p� L.-OT 172.. 1' ',= \ •,-T :r . J "M VINE-A GROUNDCOVE r� Ic"i Z ' �' s r NINETEENTH STREET 0 TRACT NO. 12932 APPROVED BY APP" CITY ENGINEER \ / J OYEO ST CALTRANS DES" PEiip1AMP NEcorEt / wEPRESENTATM: DRAWN 17S'a SKT 'AA( 11110" YAM 94EET 310 CIECKED om illib DATE: ` _ _ ri 61 PERIDIAN '' �' �f�JQS'�r)�.�'fL' G'A ': GW1Sjp % �;,r �•�,:r' �c.u., +ti *` •p''''.'.`.',''.'.` UMMM • T `^ `( �/ `"` r... -' _ _ '.1.►.tt' +r't f'1�.►.1 # ' �9MUMM EVOM CANM•O„fMMW NOTE: HEADfRBOAROS Tb BE �NSTALLED AT LIMITS OF WORK t t SCALD T • _ • I r � W kr. PLANTING LEGEND if ! O AAIERKAN SWEET C.ttM L 1 IQUMAMBAR STY i!GALLON TALO ALTO' I ` ® CANARY LAND PINE Fl"US CANARIENSFs !GALLON i• STRAWBERRY TREE ARBUTUS UNEDO I!GALLON SHR UtIS 1 AUAATV" ;t O NCN PNOTIMA FRASM F GALLON t > VARIEGATEn AMOK ORANGE PITTOSPORUIII TOBFRA 1 GALLON + TARIEGATA/ OI _ • SriiNY XYLOSMl1 XYLOSMA CONK:ESTUM 1 GALLON - COMPACTA• ` • MOCK ORANGE pIT 1031'Ottt M TOBIRA 1 GALLON J VINES } • PINK tlf WER VINE FANIIOREA 3ASM>Ndm[3 1 GALLON• j SYMBOL COMMON NAME BOTANICAL NAME Sm PlYDRO-7 E fIER,(; Oj!!nCOVER LMIJLARIA AtARITIMA• 9""ALYSSUM L�IAG°�IE VAR•'CARPET OF SNOWF *AZW "rftAJS amu►: ESc FtSf'rMLZIA-CALIFOR1VtAL95fACRe CALWMIWA poppy Xt� �►Y�tl�6i.0 �� S i�` � (W t-Tom-�f'f) _ ' . - � ' . . I HYGRO UREA FORMALntHYM i ' FERTILIZER NsoiffSJACR>c`t i OL C►On CCLLLCH 2,000 LBS/ACRE� c (X;Y'At,siNn BINnER MUt • 120 LBS/ACRE !(, AOX THE ABOVE Wl I H WATER AT RATE OF 3,009 GALLONS --- --� 1'ISI ` �� � ` • ' � �f NG s4 8�►•,�0 ® rV,JtAVOr sop MA.AT" ,op 4 i WEAR PLANTING NOTES, SEE SHEET fir .s } t i 9 .j c r C..) ` ' , r i c H � ARD 'T4 nZ I _ lie! OF C��• 4�0 �704 Ar �� P+►. 1 �.yam- CITY OF RANCHO CUCAMONGA G _ �- •� NNVETEE•NTR STREET _ 1�11A10 \ i 1 ;TRACT NQ'iim'- • Ai'PftOVEO 811' IR�r�cn gr�� CITY ENGINEERf - NO. N AVE /MLM OR .► ; f _ Lr.7�f• � �f. !HE E T NIETEEMM • • — / Q_�wr _ � t _ fit-, t � _ OR 41 wr - - } • _ Ji — - PERIDIAN.- -tum 9 NO SCALE f ' I i • - • - ; �. . ,' i I - , t:. y • -' ` - .' - IAS f7As� M U -1 -/. mu•OM•1 ! . _ PWLW MOM. AE srA T+o .W SiAiNfAM0 tib' Wit`VOW �.�. �1co�� � SCALlk 'r_ • 1. __ _ _._ _ _ __ ._-.__ Stc�WAk-K., C���. E'TG• I �rr� 1�� `�tJt�t����I�MM� � ; . _ ____ .._ __ gc� ►cu=,� w �I� 2 _ ___ _- - �i1�Ef�M 51'K�Y Ea�.�R 1wto� _ T HEAP . I �`'I�'�H �If __ - �,� ��� ��• - - •TIS tZ? Sr/t!U!X y VTML p5. r -�..., �. - ;,? - 1�!raP nt �I�•1 „�?►� '>�,`'t?tti � ... ('1) ;R Es t�ZD. 71 x ,; lex • '_�i""" � � l 86 i y!� O&G J� QyF7 KIT o t p o T NY�OMhyf�� -��� fff���• 1 VEL V . �'4 w�C� 5C`� NiP►'rr� , L�.t1Er�"N hS oo 17' P j �j� o "s�c�ti* p ,EYP-•Rk 0!1' � 5et✓t J- , �; D�- eV • � III ,,: ( ; '� G LATE-F�- .INE FIN6. � r�� • � ,� � �LL � ^ ^.' ` -, , y �,.yt 1 /fir { _� -- _--.- _ Yo' V y• ` Lr , - L .TW�, �.h_ J`�• I A� 2 _ 11° PVC SGN. G'� 1`"`"" LOT ,�. �, IAV. P f'i�e ���• � �4 X� 1 REQ r� 'J ' NO►� t oN� E>J� �� ' � _ - __ _ tvG L�•f�tl._ LINA ►°tTTI Ne > bt TiC. VrC s�-iLcXI Sof �Q _ -,p �Ct., P1 .� p .,Cti•+. 4o E 1 t T'. +�� i ki r t_=Q> U ITR- 0"C r0i'd p 14� ,�►-�" i 1 STREAM POP-UP B MOISTURE SENSOR NOSE SHRUB STREAM ROTOR ON SLOPE SHRUB STREAM ROTOR ,o�lVN9 /- 4y.- . rn JE-p-, - SO 140 N.L* (uoe 5090. > v�, SAH. go Omrs. I � -`� f � 131�G�CF�,r41ni ��VE�t'f I N 5?I�.L f'� - - ►��, a I -- ••- N L411544- GDM AR4 ~Ve, H16HEST z, t i f I a h E ms. T� Gtr N• - --- _ tv+�,►•;� .Eti� -AG RE.Z9_JIq - r =Miry�,�+t-v 5 �.Ei,��, rN-LOK ,,I FINISfi 4 _ f r '90,80 �%'f LA9, LW 41N h5 /� E ��t Z i.;, o4G ' _J _ Q! v } ` � I ` O N t m �►�A55 5 ,t�� ' �t-l_. - ; ti- • r.�.. J a 7� C WALv -L ,►4-�,, _ - - _ �_ � PUG• st.H so tIIPrI�, t.�~(N �!5 - ` i ' r ;I 40 ELt.5. 1 �• yG�l 40 C Wh1� y1ZE�• ,, rq5r/�i1. SF�C`� v ,� !'�S`F��. J�'�,3 o` 0"0 1 , . E QUICK COUPLER - � ATMOSPHERIC VACUUM BREAKER. 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LINE, L Wimp— pwc w�sv " '►kT I0� Nti gc eco' ec1146 P1ic I�►•TE ►L t�NE r1'n'!t qS u REMOTE CONTROL VALVE J WIRING/PIPE SCHEDULE K PRESSURE REOUdjNG V� , ,t. L ;TURF OR SHRUB POP-UP gs`' w,Ksw RIP! REVISION ELtCTMCAI IETt71 TC.( _ , e DATE pNwocD.v ocvuo.cR e� ZEv 4 � �+�• CITY OF RANCHO CU_CAMONGA i CDrrRAcrT>w s Ta.woHDE ENOLOSumf MrEre Mo mcuA-rr I w7TM mouwM Mfr PWALL At I= N? �� h� p(,tiStiC vM-VE poxes ;T '�T�^E�� - IRRIQA`riON DETAILS o lot a QW�oL F5N�i ETC 60PE. ' } L`rX�►�le/��C4yep ��Py SM C o� lY I� Ii� ��til -1 ' p , Y ,i.. 1 •�/ �� G"�Y��IZt-Y I:�. ,, •• �`pPf��YG✓ �. "i+• t111r0u11T TROT EEpROVIDED DEVElDK11 a - �� �� B NINETEENTH STREET �p� �•Q� ED«SIDiE COMCNE TE FOOTTM-@WALL S , Z l .' `/'fes_ jL/ EMCLOSLOE W AIOV[ fW 94 WADE AMD - ,•�i - dors coNCNCTE AT:x To DIUN► TRACT NO. 12952 1 I APP ROVED BY D_ ATE Q �-W4IZE© NIT-E• J CITY ENGINEER NQ•\HARD ll' TPr ( 1!3 I III' i ' ► 1 COMMON WPW TO ALL III.CV.•! Imo_ I� r � �-' '" � � v � 1./1-1 �• Q. TRCL M'iRMDE MMeV9Mmm,1 -- '- I III ej47 �V� LINe �G • �1 DESIGN PEFVVIAN GAOLP RECOMiMtE�f _ • • ow+ i Irn �( )1 I i DRA - -- 17848 SKY PAAK BOULEVARD SHEET n ��� , i. i �6°�LVE PaDX EXTF�9'ION/ L iRvtNE, CA. 927!4 _t_4_ OF 61M,.eu►a -I DRAWN ! . �-� � I, _ - � R E�stt„�Ftp. ►LANAI -«- I I (I '•My _� � g1ECKED - -_ DRAWING NO. e 1�f� r ' DATE _FIIE LA0. — N�.' D� ow `0 _ ELECTN LS F O c. MMMM AT O P�R,yt _ til�I a j m_ PVG `N,SMA'NcLN�'Tb SYg?�- M,� C �1 /gyp /� 1 i�� W.J. N _ p G P �• - - - r..... 1 41L'i�F��f•'�Z`v1� i s wrENVAIS Op BCC OF yA�,� Z �`.�S�+M 1/ Y• _ - 3,„ - 1. E wOM CNE TO W.MRL.COMTMOI,Mf TO Dt Q.Cr W OOLOM UP""orm w,lt"mm 6�1.v'dt�11ZED e�aslt�a�E�/NPP�.E. _ _ L _ - �/! fj�F/}I� r1 , r / x i�t1 ••O ."- ��II I'll eALYANizED r, I y- •' '•. ` I(I 1) , '^ t 00 SS LIOTIcotwrEE VIALL WK 11Etw[EN CONTMU"6 REMOTE COMTMOL WLVE V,ESS . 0 1 : .e , :A 'A � eR4vmL 1 cue V f lY �U 31.- F? • x 16 le x�A',x'le�E�c�a�c• ->H� �aK I MIN. '. 1KVt7L ZTO:A Nt< uqop"�AT1N C40NNNEC ON-KE Mei +M6AtrT"PLAN FM 66JIVANiZED a it u VOWCT VALVE SEMoiCE. /� app vEp BQUAL � PAG, I_ II ac o >! lints 6O► W+l aMrav ►+Nn - uIt R+Ist v f_� f s ( 6 TtOt� M�INL (I� �. C10114Pt To I� �.M u�1� T Ppr+iF r- �1L TYPICAL ELECTRICAL METER AND CONTROLLER • V EH.Dy/ Ni. fes. L rwr: Z � � PE G �'� H� II Q P,P �� �L 1 �#A faAT e4w To MOS ASSEMBLY V r i eft f� ( �rJJhl f � , h10-I"E� Iµ�T�- YAgl�l- To 5 j iz.ElrT. I'v IA*dwept Arrkrttrfw t1Pl,nnr•j Y C �j � 1 17.1A Sky/krk Bird..Imat,Coli oms 91714/Trftpketit t 7141 261 silo M SHRUB SPRAY N 'REDUCED PRESSURE BACKFL6W PREVENTE'R O ' GATE VALV P CONMLLER -AND mt: EN MME , - A SECTION 07442-IRRIGATION (8) Solvent shall be 0713 Gray NSF approved as manufactured 5. Make splices with Scotch-Lok 93576 Connector Sealing Packs, Pen- by Industrial Polychemical Service, Gardena, California. b. Backfilling of Trenches PART 1 GENERAL lite wire connector, or equal. Use one splice per connector sealing (9) Joint compound shall be Permatex Type 11. 1. Backfill with site soil with no clods and rocks over 2" in size. pack. 1.1 SCOPE b. PVC High Impact Pipe - Type 2110 (PVC Schedule 40 h 80): 2. Backfill trenches located under paving with sand (a layer 6" below 6. Field splices between the automatic controller and electrical the pipe and 3" above the pipe) and compact to 9096 compaction. control valves shall not be allowed without prior approval of the a. Work Included: Provide labor, materials, equipment and services 1. Type 11 Grade 1 high impact pipe. Depth of trenches shall be sufficient to provide a minimum cover Landscape Architect. necessary to complete the irrigation work as shown on the drawings and above the top of the pipe as follows: specified herein, including the electrical hook-up of the sprinkler 2. Outside diameter of pipe shall be the same size as iron pipe. 1. Backflow Prevention Units controller be low voltage valves. * 12 inches over non-pressure lateral lines. 1. Install backflow prevention devices as shown on the plans or in 3. Pipe shall be marked at intervals not to exceed S with the following 18 inches over non-pressure lateral lines under paving. b. Field Conditions: Verify drawing dimensions with actual field conditions information: Manufacturer's name, nominal pipe size, PVC type and * 18 inches over control wires. details or as recommended by the manufacturer in accordance with and inspect related work and adjacent surfaces. Report to the grade (i.e. 2110) schedule, NSF approval and commercial standard * 18 inches over sprinkler main line 2hl' and smaller, local codes. Landscape Architect all conditions which prevent proper execution of designation CS 207-60. * 24" over main line 3" and larger. m. Testing this work. * 24 inches over sprinkler main line under paving. 4. PVC pipe shall comply with standards set forth in CS 207 60. * 24 inches over potable main line. 1. Test sprinkler lines in place before backfilling for a period of not 1.2 SYSTEM DESCRIPTION 5. Use Schedule 40 and Schedule 80 accordingly so that the static less than two hours with no leakage or loss of pressure. During the a. The intent of the drawings and specifications is to indicate and specify a pressure does not exceed the working pressure, test period, minimum test pressure at highest point of section being e• Copper Pipe tested shall be 100 pounds per square inch. complete and efficient underground landscape sprinkler irrigation system ready for use in accordance with the manufacturer's recommendations. 6. PVC Schedule 40 shall not be threaded. 1. Cut ends of pipes clean and square and remove all burrs. 2. At conclusion of the pressure test, install heads and test for b. Due to the scale of the drawings, it is not possible to indicate all offsets, 7. Fittings shall be PVC Schedule 40, Type II, NSF approved• operation in accordance with design requirements under normal 2. Clean outside end of copper pipe longer than the end of fittings to a operating pressure. fittings, etc., which may be required. Carefully investigate the bright finish. Clean inside of fitting to a bright finish. structural and finished conditions affecting this work, and plan 9. All threaded PVC pipe shall be Schedule 80, Type 2110. accordingly, furnishing such fittings as may be required to meet theI 3. Coat pipe and fittings with solder flux applied with brush. END OF SECTION conditions. Drawings are generally diagrammatic. 9. Solvent shall be 0715 Gray, NSF approved as manufactured by 1.3 QUALITY ASSURANCE Industrial Polychemical Service, Gardena, California or equal. 4. Solder pipes to provide a watertite connection. 10. When connection is plastic to metal, use male adaptors, hand d. PVC Pipe a. Qualifications of Manufacturers: Manufacturers shall have produced the tightened, plus one turn with a strap wrench. Joint compound shall specified items for a minimum period of S .earsSuch products shall be Permatex Type 11. Y P 1. Use caution in handling Type I pipe due to the possibility of cracking have been in use continuously for a period of 4 years. c. Pipes under paving or splitting when dropped or handled carelessly. b. Qualifications of Installers: 2. When connection is plastic to metal, use male adaptors. Hand 1. Use onlyskilled and experienced installers. 1. Use PVC Schedule 40 for pressure main line sleeves. p tighten the male adaptor plus one turn with a strap wrench. 2. Helpers and apprentices used for such work shall be under full and constant supervision at all times by thoroughly skilled installers. 2. Use PVC Schedule 40, Type 2 for non-pressure lateral piping under 3. Install PVC pipe to allow for expansion and contraction as 3. In the acceptance or rejection of installed work, no allowance will paving. recommended by the manufacturer. be made for lack of skill on the part of installers. 3. Use PVC Schedule 40 conduit for control wire. 4. Make plastic to metal joints with plastic male adaptors. G Manufacturers' Recommendations: The manufacturers' recommended methods of installation shall be the basis for acceptance or rejection of d. Galvanized steel pipe 5. Allow joints to set at least 24 hours before pressure is applied to the actual installation methods used in this work. system. I. Schedule 40 galvanized steel pipe ASTM A120-61T threaded coupled d. Codes and Standards: Comply with local codes br regulations governing and hot-dip galvanized 150 pound malleable iron fittings, branded P Y 8 8 8 6. After new sprinkler piping and risers are in place and connected and the work. pattern, and galvanized steel couplings. prior to installation of sprinkler heads, open control valves and use a full head of water to flush out the system. After system is e. Record Drawings: Maintain one record set of blueline 2. Pipe sizes are nominal inside diameter unless otherwise indicated. thoroughly flushed, cap off riser and pressure test system. 8 • prints of the sprinkler system in good condition at the site and mark on them the exact "as-built" arrangement, including locations of all check valves, 3• Coat exposed galvanized pipe for rust protection and paint green. e. PVC Sleeves and Conduit gate valves, existing tees for -future use, wire locations, head layouts, automatic valves, pipe locations and other apppurtenances. Show 4. I rap galvanized pipe below grade and paint with 2 coats of Koppers -1. PVC mainline sleeves shall be at least twice the diameter of the locations by the triangular system of measurements from easily 050 Bitumastic. pipe to be sleeved. identified permanent features. 6114 ly To Da "oltPW Ktt% Ab-ftli f% e. Valves 2. Install PVC non-pressure lateral lines prior to paving. f. Permits: Procure permits and pay inspection fees as may be required by the various public agencies having jurisdiction over the different parts of 1. Gate Valves: As shown on the plans. Gate valves 3" and smaller 3. PVC control wire conduit shall be of sufficient size to hold the the work. may be furnished with either operating nuts or handwheels. required quantity of control and common wires. 1.4 SUBMITTALS 2. Remote Control Valves: As shown on the drawings. f. Galvanized Pipe a. Materials List: Submit complete lists of materials and equipment 3. Quick Coupling Valves: As shown on Plan and with a locking cover. I. Carefully clean galvanized pipe before installation. All fittings proposed to be provided. Alternate material may be submitted for approval. Each quick shall be welded flange fittings. cI coupling valve shall have a molded vinyl cover, yellow in color. b. Furnish 2 service manuals to th AOwner. Manuals may be loose leaf and Quick Coupling valve keys and hose swivels shall be of same shall contain complete exploded drawings of all equipment installed manufacturer as the quick couplers. g. Valves showing components and catalog numbers together with the manufacturer's name and address. Additional sheets shall cover 4. Pressure Relief Valves: As shown on plan. 1. Install valves at points shown on the drawings or specified herein, . operation instructions simple enough to be understood without arranged to give complete regulating control throughout. specialized knowledge. 5. Pressure Regulators: As shown on plan. 2. Valves, except remote control valves, shall be the full size of the c. On or before the date of final inspection, deliver one set of sepia ozalid 6. Check valves: Bronze construction with 125 pound working line in which they are installed unless otherwise indicated. transparencies and two sets of blueline prints of the "as built" drawings pressure, federal specifications W19-V-SI a, Class A, Type IV, as bila C41 1-andscape Architect. All work shall be neat and in ink. The manufactured by Kennedy Valve !Manufacturing Company or 3. Adjust remote control valves so that the most remote -sprinkler delivery of the prints shall not relieve the Contractor of the Nibco/Scott Manufacturing Company. heads operate at the pressure recommended by the head responsibility for furnishing required information that may have been manufacturer. A uniform distribution of water shall be applied by omitted. Spring loaded check valves shall be capable of preventing discharge the sprinkler heads to the planting areas for each individual valve o: water through the valve when water pressure drops belown 16 system. 1.5 PROJECT/SITE CONDITIONS PSI. 4. Set quick coupling valves approximately 3" minimum from walks, a. Source of water supply: Verify and be familiar with the location, size 7. Valve Boxes: Install remote control valves, gate valves, and curbs headerboards, or paved areas. Position quick coupling valves and detail of stub-outs provided as the source of water supply to the pressure relief valves in valve boxes as shown in details, complete so that sleeve top will be flush with the settled finish grade as sprinkler system, as shown on the plans. with locking and hinged cover, Ameteks or an approved equal and determined after the turf is established and 3" above grade in marked "PRI"', "GV" or RCV". Remote control valve boxes shall be ground cover areas. b. Existing utilities and conditions: prior to cutting into the soil, locate all green in colo-, rectangular, and with station numbers for control cables, conduits, sewers, septic tanks and other utilities commonly valves stenciled in white on valve cover in addition to "RCV". All 5. Install pressure relief valves in plastic valve boxes with locking encountered underground and take proper precautions not to damage or other valve boxes shall be green in color and round. covers with one cubic foot pea gravel under valve. Pre-set valves at disturb such improvements. 1f a conflict exists between such obstacles 150 PSI. and the proposed work, promptly notify the Landscape Architect, who f. Sprinkler Heads - will arrange for relocation. Notify the Landscape Architect if rock 6. Install pressure regulating valves in plastic valve boxes with locking layers or any other conditions encountered underground makes changes 1. Sprinkler heads: Bronze, brass, stainless steel or plastic as indicated covers with one cubic foot of pea gravel under valve. Pre-set valves advisable. on the plans. according to the pressure indicated on the plans. c. Loose equipment to furnish: Furnish loose sprinkler equipment, 2. Heads with the same function in the system shall be of the same 7. Install valves as shown in details and in accordance with operating keys and spare parts in the following quantities -ro •" CITY: manufacture and marked with the manufacturer's name and manufacturer's recommendations and specifications. % identification in such a position that they can be identified without 1. 3 quick coupler keys and matching swivel hose ells. being removed from the system. h. Valve Boxes 2. 2 five foot valve keys for gate valves. g. Controls 1. Set valve boxes V3" above the designated finish grade in lawn areas and 2" above finish grade in ground cover areas. 3. 2 keys for each controller. I. Automatic Controller: As shown on plan. 2. install valve boxes near walks, curbs, headerboards and paving so 4. 2 sets of special tools required for removing, disassembling and they abut those items with top surfaces flush. adjusting each type of sprinkler head and valve supplied on this h. Control k:re project. i. Sprinklers 1. Low Voltage Control wire: Single wire direct burial irrigation control wire with 4/64" I.C.C. 100 compound insulation similar to 1. Tighten nozzles on stationary pop-up sprinklers after installation. PART 2 PRODUCTS Adjust sprinklers with adjustment stems on a lateral line for the - -- - Rain Bird 049312 (f/12 AWG size) for common wire and 049514 (//14 P 1 A%VG size) for controller wire. Common wire shall be white coded. proper radius, diameter and gallonage. DESCRIPTION 9F REVISION r 2.1 MATERIALS 2. Use Scotchlock connectors sealed in resin connector sealing packs, 2. Set sprinkler heads and quick coupling valves perpendicular to CITY OF RANCHO CUCAMONGA a. Pipes and Fittings 331 or equal, 41" ftsatwl " 14409tItV OpWf-TIV. finished grades unless otherwise shown on the plans. -- -- ------ --- - - - - - 1. Copper: Seamless annealed copper tube ASTM Designation B-88-58, i. Backflow Prevention Units 3. Install sprinkler heads and risers according to detail sheet. IRRIGATION SPECIFICATIONS Type K. Fittings for copper pipe shall be standard wrought copper NINETEENTH STREET fittings as manufactured by Phelps Dodge Copper Products or 1. Backflow prevention as shown on plans or approved equal. j. Automatic Controller Location and Installation NIBCO, Inc. 1. install automatic controller per manufacturer's recommendations 2. Brass: Brass Pipe shall be IPS standard weight 85% Red Brass. PART 3 EXECUTION and specifications. Mount pedestal-mounted controllers on a TRACT 440. 12952 Fittings shall be with standard 125-pound cast bronze threaded concrete base as recommended by the manufacturer. APPROVED BY DATE fittings. All brass piping and fittings shall conform to Federal 3.1 INSPECTION CITY ENGINEER Specification 9WW-P-351 and l/WW-P-460 respectively. 2. Controller location is diagrammatic and will be specifically located DESIGN RECOMMENQF by the Owner. a. Maintain proper facilities and provide safe access for inspection to all DIAN GROUP 3. PVC: parts of the work. Irrigation inspection shall consist of a minimum of: DRAWN 17848 SKY PARK BOULEVARD srEt "- - (a) PVC Pressure Rated Pie - T e 1220 (PVC Class 160 200 do (1) mainline pressure test; (2) coverage test; and (3) a final irrigation 3. Local and other applicable codes shall take precedence in IRVINE, CA. 92714 P YP / inspection. No inspection will commence without as-built drawings. �SI,/>� connecting the 110 volt electrical service to the controller. OF _LZ__ 315) and Type 1120 (PVC Schedule 40): to f►►je slFsha *IVF 0 tyPPfP *fW-. fllf rap"L wFlcs'' CHECKED DRAWING NO. (1) Type I Grade II Pressure Rated Pipe. 3.2 INSTALLATION k. Control Wire DATE _FILE No.- t 1 I(O'L a. Trenching 1. Electrical equipment and wiring shall comply with local and state (2) Materials shall meet the requirements set forth in ASTM codes and be installed by those skilled and licensed in the trade. D1784-60T. 1. Excavation shall be open vertical construction sufficiently wide to provide free working space around the work installed and to provide 2. Install wiring in the same trench and along the same route as (3) Outside diameter of pipe shall be the same size as iron amDle space for backfilling and compacting. pressure supply or lateral lines wherever possible, with a minimum P1Pe• of 18" cover. 2. Cut trenches for pipe to required grade lines and compact trench O \�NNDSCq'o (4) Pipe shall be marked at intervals not to exceed 5' with the bottom to prove accurate grade and uniform bearing for the full 3. Where more than one wire is placed in a trench, tape the wiring ��' ORD q If-A following information: Manufacturer's name, nominal pipe length of the line. together at 10-foot intervals. A y size, PVC type and grade (i.e. PVC 1120), SDR rating class, cj 5 NSF approval and commercial standard designation CS 256- 3. When 2 pipes are to be placed in the same trench, maintain a 6" 4. Provide an expansion curl within Y of each wire connection and at C? = N ?� 1 63. horizontal separation between the pipes. Do not install two pipes least every 100' of wire length on runs of more than 1001. Form "' 0 n with one directly above the other. expansion curls by wrapping at least 5 turns of wire around a 1" si -i (5) PVC Pipe shall comply with standards set forth in CVS 256- diameter pipe, then withdrawing pipe. 63. 'Z UIX Daft (6) PVC Type I shall not be threaded. C 4 lF OF A1..IF� (7) PVC fittings shall be PVC Type II, Schedule 0, NSF approved. PERIDIAN Landscape Architecture • Planning 1f0M SKYTAwx WVLEVA0D•2RVINE CA 92716•(714)261-5120 SECTION 02260-LANDSCAPE FINISH GRADING 1.4 VERIFICATION OF DIMENSIONS AND QUANTITIES 3. Finish Grading: when preliminary grading, including weeding and f. Boulders: Install as indicated on the drawings. fertilizing, has been completed and the soil has dried sufficiently to PART 1 GENERAL a. All scaled dimensions are approximate. Before proceeding with any be readily worked, grade lawn and planting areas to the elevation g. Maintenance: work, carefully check and verify all dimensions and quantities and indicated on the drawings. Grades not otherwise indicated shall be 1.1 SCOPE immediately inform the Owner of any discrepancy between the drawings uniform levels or slopes between points where elevations are given. 1. Plant maintenance work shall consist of applying water (except and/or specifications and actual conditions. No work shall be done in any Minor adjustments of finish grades shall be made at the direction of initial watering of plants), weeding, fertilizing, caring for plants, a. Work Included: The work under this Section shall include all labor, area where there is such a discrepancy until approval has been given by the Landscape Architect, if required. Finish grade shall be a irrigation system adjustment, disease and pest controls, edging and smooth, even and uniform lane without abrupt chane of surface. mowing of lawns and the following final plant establishment work. materials, and equipment required to complete all landscape finish the Owner. P P g grading work as indicated on the drawings and as specified herein. Slope soil areas adjacent to buildings away from the buildings to Work includes, but is not limited to, the following: 1.5 INSPEC'T'ION allow a natural run-off of water, and direct surface drainage as 2. Maintain the entire project for a period items of work have been accepted in writing by the Ownerrhe of days from the time all indicated on the drawings by remodeling surfaces to facilitate the n ., costs of all utility bills during this period shall also be part of the „ 1. Preliminary Grading: Grades in all planting areas except a. Landscape Architect and Owner will make inspections herein specified. natural run-off of water. Grade low spots and pockets to drain Contractor's Base Bid. �z C4N ��tl I00 PM P'�'ll'('91 NW- lightweight soil planter areas is specified to be established to Contractor shall request inspection at least 2 days in advance of the properly. Finish grade of all planting and lawn areas shall be one o K within plus or minus 1/10 foot prior to beginning of landscape time inspection is required. inch below grade of adjacent pavement of any kind. Grading shall �' /�e9. be done when soil is at optimum moisture content for working. construction. 3. During the maintenance period, keep all plants and planted areas b. Inspection will be required for the following parts of the work: well watered and weed free. 2. Weeding: Before and during finish grading, all weeds and grasses 4. Remove or redistribute excess soil before application of fertilizer. Where soil is to be replaced b !ants, allowance shall be made so 4. In order to expedite the plant establishment work, maintain a shall be dug out by the root and disposed of off the site. 1. During finish grading and soil preparation. P y P sufficient number of men and adequate equipment to perform the that when finish grading has begun, there shall be no deficiency in 3. Finish grading shall consist of finishing surfaces by raking 2. When finish grading and soil preparation are completed. the specified depth of mulched planting beds. work herein specified from the time any planting is done until the smoothly and evenly, removing and disposal of all extraneous end of the maintenance period. matter to facilitate natural run-off water. All extraneous 3. Plants, after deliver to site, and prior to planting. S. Weeding: Before and during preliminary and finish grading, dig out y P P g all weeds and grasses by the roots and dispose of off the site (except 5. Immediately repair damage to any planted area throughout the matter shall be disposed of off the site. maintenance period. 4. When vines, shrubs and trees are spatted for planting, but prior to those weeds and grasses not of the perennial type, less than 214 high P 4. Moisture Content: The soil shall not be worked when the when planting holes are excavated. and not bearing seeds, which may be turned under). Oats more than moisture content is so great that excessive compaction will 214" show a prompt catch of grass or establishment of plant material at high and not bearing seeds may be turned under. Perennial 6. Resod or replant any lawn areas or ground cover areas that not occur; nor when it is so dry that a dust will form in the air or 5. Specimen trees at source, before delivery. weeds and grasses to be removed include, but are not limited to the that clods will not break readily. Water shall be applied, if following: 10 day intervals until accepted by the Owner. necessary, to provide ideal moisture content for tilling and for 6. Planting areas prior to.planting. ( ) Fill planting herein specified. Nut Grass Alfalfa St. Augustine Grass ado level depressions caused by vehicles or foot traffic. Replant damaged areas. 7. All landscape construction items, prior to the start of the 60 day Puncture Vine Dallas Grass Mustard Plant b. Work of Other Sections: maintenance period(Final Inspection). Johnson Grass Wire Weed Morning Glory (b) Exterminate gophers and moles and repair damage as above. Examine all sections for work related to work of this Section. 8. At completion of 60 calendar day maintenance period (Final 6. Scarify all planting areas to a depth of 3" below grade prior to Maintenance Inspection). placing conditioners and fertilizers. Remove all rock and debris (c) Once during the maintenance period apply S pounds ammonium 1. Landscape irrigation system, refer to Section 02442. more than 2" in diameter from the site. phosphate per 1,000 square feet to all planted areas. 1.6 CERTIFICATION 2 Landscape planting, refer to Section 02480. 7. Trenches: If the sprinkler system is installed after grading and (d) Throughout the maintenance period maintain plants a disease fertilizing is completed, retill the upper portion of the backfill and a. Prior to job acceptance, submit written certifications to the Owner for and pest free condition. Retain a licensed pest control operator the following: fertilize to a depth specified for the area. to recommend and apply pesticides, herbicides and fungicides. PART 2 PRODUCTS (e) Pinch prune all shrubs and trees sucker necessary . encourage new 1. Quantity and Quality of Commercial Fertilizer and Organic b. Fertilizing: growth and to eliminate rank sucker growth. Remove old Not required for this Section. Fertilizer. flowers and dead foliage and limbs. Do not do major pruning 1. In turf and groundcover areas apply the following per 1,000 square without the approval of the Landscape Architect. 2. Quantity and Quality of Plant Materials. feet of area and thoroughly cultivate in 2 directions by means of a PART 3 EXECUTION rototiller into top 4" to 6" of soil and water down: (f) Lawns.• PART 2- PRODUCTS (1) Mow grass with rotary type mower (except Bermuda grass) 3.1 SURFACE CONDITION AMOUNT PER 1,000 SQUARE FEET 2.1 PLANT MATERIALS before it exceeds 2" in height. Cut grass to not less than 114" except that Bermuda grass shall be cut at a height of a. Inspection: a. Plant materials indicated on the drawings and specified herein shall 4 cu. yds. nitrogen stabilized organic amendment derived from not less than 3/8" and not more than 1" in height. Collect redwood sawdust, fir sawdust or finely ground bark. grass clippings during mowing operations and remove from 1. Prior to commencing work required by this section, inspect the conform to the following: the site. After each cutting trim the edge of the grass to a work of other trades and verify that such work has been properly 15 lbs. 12-12-12 commercial fertilizer per cubic yard of mix. completed and installed to allow for proper installation of all 1. Nomenclature: Plant names indicated or listed on the drawings neat and uniform line. work fawn edges in a neat of materials and methods required of this Section. conform to "Standard Plant Names" established by the American c. Method of Planting and Work Procedure: condition until acceptance of work by the Owner. Joint Committee on Horticulture. Except for names covered 2. All landscape finish grading shall be installed in accordance with therein, the established custom of the nursery is followed. 1. Do not plant until the installation of the sprinkler system has been (2) Do not walk unnecessarily on lawn areas before, during or the requirements of all governing authorities, the original design, completed, final grades have been established, the planting areas after planting. Recultivate and replant damaged or and the referenced standards. 2. Condition: Plants shall be symmetrical, typical for variety and have been properly graded and prepared and the work has been compacted lawn areas. species, sound, healthy, vigorous, free from plant disease, insect approved by the Owner. b. Discrepancies: pests or their eggs and shall have healthy normal root systems, well (3) Acceptance of work: Maintain all planting and paved filling their containers, but not to the point of being root bound. 2. The relative position of all trees and plants is subject to approval by areas. If such conditions are not complied with, the ' 1. In the event of discrepancy, immediately notify Landscape Plants shall not be pruned prior to delivery, except as authorized by the Landscape Architect, and they shall, if necessary, be relocated Contractor shall continue to maintain the site at his own Architect. the Landscape Architect. Do not top trees before delivery. as directed as part of the Contract. expense until acceptance of the work by the Director of 2. Do not proceed with installation in areas of discrepancy until all 3. Dimensions: The height and spread of all plant material shall be 3. Do not allow plants to dry out before or while being planted. Keep Parks and Recreation. such discrepancies have been fully resolved. measured with branches in their normal position and shall be as exposed roots moist by means of wet sawdust, peat moss, or burlap (g) Paving: indicated in the drawings. The caliper of all trees shall be measured at all times during planting operations. Do not expose roots to the 3.2 PERFORMANCE 4 feet above the surface of the ground. When caliper or other air except while being placed in the ground. Wilted plants, whether (1) Wash clean concrete and asphalt paved areas on at least a m ' dimensions of any plant materials are omitted frothe Plant in place or not, will not be accepted and shall be replaced at the weekly basis. a. Finish.Grading: Material Legend", it shall be understood that these plant materials Contractor's expense. shall be normal stock for type listed. (2) Remove debris and trash from the site on at least a weekly 1. General: When preliminary grading and weeding has been 4. Remove plants from their containers and set so that, when settled, basis. completed and the soil has dried sufficiently to be readily they bear the same relation to the required grade that they bore to worked, all planting areas shall be graded to the elevations 4. Inspection: All plant materials must have been previously inspected the natural grade before being transplanted. Plant each plant in the h. Guarantee and replacement: indicated on the slopes between points where elevations are at the nursery by the local Horticultural Department and shall be center of the pit and backfill, unless otherwise specified, with the given. Minor adjustments of finish grades shall be made at the subject to the inspection and approval of the Landscape .Architect prepared soil. Do not use muddy soil for backfilling. Do not fill 1. Guarantee all trees, shrubs and groundcover as to growth and health direction of the Landscape Architect if required. Finish grade before planting. around trunks and stems. Properly trim broken or frayed roots. for a period of 90 days after completion of the specified ' shall be smooth, even, and uniform plan with no abrupt change of maintenance period. Guarantee trees 20" box size and larger to live surface. Soil areas adjacent to building shall slope away from 5. Sizes of Plants: Shall be as stated on the Plan. Container stock 0 5. In the event that underground construction work or obstructions are and grow in an acceptable upright position for a period of one year the buildings to allow a natural run-off of water, and surface gallon, 5 gallon and 15 gallon) shall have been grown in containers encountered in the planting operation, alternate locations for plant after acceptance of the specified maintenance period. drainage shall be directed as indicated on the drawings by for at least 1 year, but not over 2 years. material will be selected by the Landscape Architect. remodeling surfaces to facilitate the natural run-off water. Low at spots and pockets shall be graded to drain properly. 6. Substitutions for the indicated plant materials will be permitted 6. Planting of Trees and Plants: 2. Replace in kind A size all plants showing signs g ailing growth ce providing the substitute materials are approved in advance by the any time during the life of the Contract, including the maintenance those plants so injured or damaged as to render them unsuitabllee for the purpose intended. 2. Shrubs and Ground Cover: The finish grade of all shrubbery and Landscape Architect and the substitutions are made at no additional (a) Position plants in plant location indicated on drawings and period, ground cover areas shall be 1-1/2 inch below the grade of cost to the Owner. Except for the variations so authorized, all secure approval before excavating pits, making necessary adjacent pavement, walks, curbs, or headers and 3 inches below substitute plant materials shall conform to the requirements of adjustments as indicated. adjacent walls. An exception to the above requirements shall be these specifications. if the accepted substitute materials are of less 3. Within ee days of notification h, the Owner, remove and replace made wherever drainage conditions may require flush grades as value than those indicated or specified, the Contract price will be (b) Excavate planting its for trees and shrubs twice the diameter guaranteed plant materials which, for any reason, fail m meet the adjusted in accordance with the provisions of the Contract. P g P requirements of the guarantee. Replace with plant materials as directed by the Landscape Architect. 1 P and twice the depth of the root ball. Use the surface soil indicated or specified for the original planting and guarantee without amending for backfill to the depth of the rootball. The replacement materials specified for the original guaranteed 3. Drainage: Contractor is to finish grade with proper slope to 7. Plants Not Approved shall be removed from the site immediately backfill mix for use around the rootball shall consist of the materials. drains. All flow lines, designated or not, shall be graded and and replaced with suitable plants. The Landscape Architect prepared soil mix for backfill. maintained to allow free flow of surface water. and shall reserves the right to reject entire list of plants ftpresented by conform to the intent of all plans and sections after thorough defective samples. END OF SECTION settlement and compartment of the soil. 7. Planting of Vines and Shrubs: 8. Tag one of each variety of plant material. b. Inspections: (a) Plant vines and shrubs in pits at least 12" greater in diameter 9. Tree staking shall be as indicated on drawings. than their ball of earth and at least 6" below the bottom of the 1. All inspections herein specified shall be made by Landscape ball. Loosen compacted soil at the bottom of the pit and fill Architect. Request inspections at least twenty-four hours in advance 10. Ties for holding trees shall be as indicated on drawings. the pit with "prepared soil" and thoroughly settle by tamping of the time inspection is desired. Inspection is required as follows: 11. Tree guys shall be as indicated on drawings. and watering. Remove vines from stakes, untie and securely fasten in an acceptable manner to the wall, fence or other (a) When finish grading is completed. surface next to which they are planted except for clinging vines 12. Boulders shall be as indicated on the drawings. such as Ampelopsis veitchii and Doxantha unguis cati. 2. No inspections will commence without as-built drawings. In the event the contractor calls for an inspection without as-built b. Other Materials: All other materials not specifically described but Z. planting of Ground Covers drawings, without completing previously noted corrections, or required for a complete and proper installation of the work of the without preparing the work for inspection, he shall be responsible for Section shall be new, first quality of their respective kinds, as selected (a) Pits for flat sized plants shall be at least 6" x 6". Moisten RIPt10N REVISKKI by the Contractor subject to acceptance by the Owner. round cover areas prior to planting. Do not plant flat plants in reimbursing the Landscape Architect at the rate of two and one-half g CITY OF RANCHO CUCAMONGA time the normal office hourly rate per hour portal to portal (plus PART 3- EXECUTION dry soil. - transportation costs) for the inconvenience. Nor further inspection will be scheduled until this charge has been paid. (b) Set plants in center of pits so that crown of plant will be level 3.1 SURFACE CONDITIONS with finished grade after settling of soil, then backfill and SPECIFICATIONS a. Prior to work of this Section, carefully inspect the installed work of water. NINETEENTH STREET other related trades and verify that all such work is complete to a point (c) Flatted plants shall be well rooted with runners at least 4" but SECTION 02480- LANDSCAPING where this installation may properly commence. not more than 6" in length. TR T N0. 12952 b. Verify that this work may be installed in accordance with pertinent d. Watering basins: PART 1 -GENERAL codes and regulations, the original design, and the referenced standards. APPROVED BY - DATE 1. Construct a firmly compacted mound of soil around each tree and CITY ENGINEER N_ 397 1.1 SCOPE c. Discrepancies: In the event of discrepancy, immediately notify the plant to form a watering basin at the edge of and following the REcotE _-_ Owner. Do not proceed with installation in areas of discrepancy until all DESIGN pEA1DtAN GROUP such discrepancies have been resolved. shape of the planting pit area. Mounds for trees and for vines from a. Work Included: Provide labor, materials, equipment, and services 5 gallon or larger containers shall be at least 2" high. Excavated DRAWN 17848 SKY PARK DOULEVARD SHEET necessary for installation of landscaping as shown or specified, and in earth, if capable of retaining water, may be used. Refill any - _ accordance with the requirements of the contract documents. settlement within the basins after watering with prepared soil and IRVIIME, CA. �1t714 -�- J 3.2 INSTALLATION additional nitrogen stabilized sawdust worked into the surface as CHECKED DRAIWII I t/0. / b. Work of Other Sections: required to restore the mulched condition. DATE -TILE No.- x-11 a. Finish grading and related work: 1. irrigation System. 2. At the end of the 60 day maintenance period level watering basins in 1. Finish grade to within 1/10 of I. foot. the lawn areas to finish grade and resod. 1.2 ACCEPTANCES 2. Do not work soil when the moisture content is so great that e. Ratering: NDSCgp a. All sprinkler work shall be inspected and approved prior to the start of excessive compaction will occur nor when it is so dry that dust will 0 F any work in this section. form in the air or that clods will not break readily. Apply water, if 1. immediately after planting, apply water to each tree and vine by ���' �`C�ARO 4. necessary, to provide ideal moisture content for tilling and for means of a hose. Apply water in a moderate stream in the planting b. Prior to excavation for planting or placing of stakes, locate all utilities, planting. holes until the material about roots is completely saturated from = j�iS ��� yy electric cables, conduits, sprinkler lines, heads, valves and valve control the bottom of the hole to the top of the ground. W o tri wires and all utility lines so that proper precautions may be taken not to damage such improvements. In the event of a conflict between such 2. Fater plants which cannot be watered efficiently with the existing st�I lines and plant locations, promptly notify the Owner who shall arrange water system by means of a hose. ' L ' y P for relocation for one or the other. Failure to follow this procedure oat places upon the Contractor the responsibility for, at his own expense, 3. Apply water in sufficient quantities and as often as seasonal makingany and all repairs for damages resulting for work hereunder. conditions require to keep the ground wet at all times, well below the rootsystem of grass and planting. Do not cause erosion damage TF OF CA,',�0� 1.3 QUANTITIES AND TYPES: in watering slopes. a. Furnish plant materials in the.quantities and spacing as shown or noted R for each location and of the species and sizes described on the drawings. PERIDIAN Landscape Architecture • Planning 17.sKrrAKK ROULEVARo•IRVINE CA 9M4•mu 361-3170